Simplified procedures for vibration serviceability analysis of footbridges subjected to realistic walking loads-Reference-Cited by-同舟云学术

Simplified procedures for vibration serviceability analysis of footbridges subjected to realistic walking loads

Published:2009-07 Issue:13-14 Volume:87 Page:890-903
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Piccardo Giuseppe,Tubino Federica

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference22 articles.

1. Design criterion for vibrations due to walking;Allen;AISC Eng J,1993

2. Dynamic forces from rhythmical human body motions;Bachmann,1995

3. FIB. Guidelines for the design of footbridges. Bulletin 32. Lausanne: FIB; 2005.

4. BS5400. Steel, concrete and composite bridges. Specification for loads, Part 2 (BD37/01, Appendix B). London: British Standard Institution; 1978, 2001.

5. Eurocode 5. Design of timber structures – Part 2: Bridges, ENV 1995-2. Brussels: European Committee for Standardization; 1997.

Cited by 53 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A simplified method based on improved multiplication factors to assess crowd-induced vertical vibrations of footbridges;Structure and Infrastructure Engineering;2024-08-10

2. Dynamic response of floors induced by a single walking pedestrian: deterministic and probabilistic approaches;Journal of Physics: Conference Series;2024-06-01

3. Probabilistic assessment of the dynamic response of floors under multi-pedestrian walking loads;Mechanical Systems and Signal Processing;2024-05

4. Human-induced vibrations of floors: A probabilistic approach;Engineering Structures;2024-02

5. Human-induced noise study for cruise cabin: Numerical analysis and experimental validation;Ocean Engineering;2023-10